Earthquake Protection of Existing Structures with Limited Seismic Joint: Base Isolation with Supplemental Damping versus Rotational Inertia
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[1] Keri L. Ryan,et al. Analysis and Design of Inter-Story Isolation Systems with Nonlinear Devices , 2010 .
[2] Agathoklis Giaralis,et al. Optimal design of a novel tuned mass-damper–inerter (TMDI) passive vibration control configuration for stochastically support-excited structural systems , 2014 .
[3] James M. Kelly,et al. The role of damping in seismic isolation , 1999 .
[4] David J. Wagg,et al. Using an inerter‐based device for structural vibration suppression , 2014 .
[5] J. Chase,et al. Performance Evaluation of CWH Base Isolated Building During Two Major Earthquakes in Christchurch , 2015 .
[6] P. Fuschi,et al. Limit analysis on FRP-strengthened RC members , 2014 .
[7] Malcolm C. Smith. Synthesis of mechanical networks: the inerter , 2002, IEEE Trans. Autom. Control..
[8] Enrico Tubaldi,et al. Dynamic behavior of adjacent buildings connected by linear viscous/viscoelastic dampers , 2015 .
[9] R. S. Jangid,et al. Dynamic response of identical adjacent structures connected by viscous damper , 2014 .
[10] Agathoklis Giaralis,et al. Derivation of response spectrum compatible non-stationary stochastic processes relying on Monte Carlo-based peak factor estimation , 2012 .
[11] Armen Der Kiureghian,et al. Effect of tuned mass damper on displacement demand of base-isolated structures , 2008 .
[12] John F. Hall,et al. The role of damping in seismic isolation , 1999 .
[13] A. Kiureghian,et al. Response spectrum method for multi‐support seismic excitations , 1992 .
[14] T.-I Hsu,et al. A random process for earthquake simulation , 1978 .
[15] D. Wald,et al. Response of High-Rise and Base-Isolated Buildings to a Hypothetical Mw 7.0 Blind Thrust Earthquake , 1995, Science.
[16] Stefano Pampanin,et al. Smart Semi-Active MR Damper to Control the Structural Response , 2015 .
[17] Jinkoo Kim,et al. Seismic performance of structures connected by viscoelastic dampers , 2006 .
[18] Michele Barbato,et al. A probabilistic performance‐based approach for mitigating the seismic pounding risk between adjacent buildings , 2013 .
[19] Marina Schroder,et al. Structural Control Past Present And Future , 2016 .
[20] Egidio Rizzi,et al. Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation , 2015 .
[21] Masato Saitoh,et al. On the performance of gyro‐mass devices for displacement mitigation in base isolation systems , 2012 .
[22] J. Geoffrey Chase,et al. Christchurch Women's Hospital: Analysis of Measured Earthquake Data during the 2011–2012 Christchurch Earthquakes , 2014 .
[23] M.C. Smith,et al. The missing mechanical circuit element , 2009, IEEE Circuits and Systems Magazine.
[24] M. De Angelis,et al. Optimal design and performance evaluation of systems with Tuned Mass Damper Inerter (TMDI) , 2017 .
[25] Hans Anton Buchholdt. Structural Dynamics for Engineers , 1997 .
[26] John B. Mander,et al. Re‐shaping hysteretic behaviour—spectral analysis and design equations for semi‐active structures , 2007 .
[27] Faryar Jabbari,et al. VIBRATION SUPPRESSION WITH RESETTABLE DEVICE , 2002 .
[28] Weiqing Liu,et al. Stochastic Seismic Response and Reliability Analysis of Base-Isolated Structures , 2007 .
[29] Dimos C. Charmpis,et al. Optimized earthquake response of multi-storey buildings with seismic isolation at various elevations , 2012 .
[31] Izuru Takewaki,et al. Resonant behaviour of base‐isolated high‐rise buildings under long‐period ground motions , 2006 .
[32] Bruce D. Westermo,et al. The dynamics of interstructural connection to prevent pounding , 1989 .
[33] H. Tajimi,et al. Statistical Method of Determining the Maximum Response of Building Structure During an Earthquake , 1960 .
[34] D. De Domenico,et al. Analytical and finite element investigation on the thermo-mechanical coupled response of friction isolators under bidirectional excitation , 2018 .
[35] Paolo Fuschi,et al. Strengthening of steel-reinforced concrete structural elements by externally bonded FRP sheets and evaluation of their load carrying capacity , 2014 .
[36] M. D. Martínez-Rodrigo,et al. An optimum retrofit strategy for moment resisting frames with nonlinear viscous dampers for seismic applications , 2003 .
[37] Weijie Xu,et al. Seismic-Isolation Retrofits of School Buildings: Practice in China after Recent Devastating Earthquakes , 2014 .
[38] Kohei Fujita,et al. Innovative base-isolated building with large mass-ratio TMD at basement for greater earthquake resilience , 2015 .
[39] J. Geoffrey Chase,et al. HF2V dissipator effects on the performance of a 3 story moment frame , 2011 .
[40] Faryar Jabbari,et al. An active truss element and control law for vibration suppression , 1995 .
[41] S. Nakaminami,et al. APPLICATION OF ROTARY INERTIA TO DISPLACEMENT REDUCTION FOR VIBRATION CONTROL SYSTEM , 2002 .
[42] Stefano Pampanin,et al. Experimental Test and Validation of a Direction- and Displacement-Dependent Viscous Damper , 2017 .
[43] M. Shinozuka,et al. Simulation of Stochastic Processes by Spectral Representation , 1991 .
[44] Hsiang-Chuan Tsai,et al. The effect of tuned-mass dampers on the seismic response of base-isolated structures , 1995 .
[45] Brendon A. Bradley,et al. Performance of a damage‐protected beam–column subassembly utilizing external HF2V energy dissipation devices , 2008 .
[46] John B. Mander,et al. Re-shaping hysteretic behaviour using semi-active resettable device dampers , 2006 .
[47] Kiyoshi Kanai,et al. Semi-empirical Formula for the Seismic Characteristics of the Ground , 1957 .
[48] S C Liu,et al. Aseismic Hybrid Control Systems for Building Structures , 1991 .
[49] Fahim Sadek,et al. A METHOD OF ESTIMATING THE PARAMETERS OF TUNED MASS DAMPERS FOR SEISMIC APPLICATIONS , 1997 .
[50] Paolo Castaldo,et al. Optimal design of friction pendulum system properties for isolated structures considering different soil conditions , 2016 .
[51] M. Priestley. Evolutionary Spectra and Non‐Stationary Processes , 1965 .
[52] Anna Reggio,et al. Optimal energy‐based seismic design of non‐conventional Tuned Mass Damper (TMD) implemented via inter‐story isolation , 2015 .
[53] John B. Mander,et al. EXPERIMENTAL DEVELOPMENT, TRADEOFF ANALYSIS AND DESIGN IMPLEMENTATION OF HIGH FORCE-TO-VOLUME DAMPING TECHNOLOGY , 2007 .
[54] Andrew S. Whittaker,et al. Energy dissipation systems for seismic applications: Current practice and recent developments , 2008 .
[55] A. Chopra. Dynamics of Structures: A Primer , 1981 .
[56] Salvatore Perno,et al. Dynamic response and optimal design of structures with large mass ratio TMD , 2012 .
[57] D. De Domenico,et al. Soil-dependent optimum design of a new passive vibration control system combining seismic base isolation with tuned inerter damper , 2018 .
[58] S. Pampanin,et al. Reshaping structural hysteresis response with semi-active viscous damping , 2017, Bulletin of Earthquake Engineering.
[59] N. Gopalakrishnan,et al. Experimental Investigations on the Seismic Response of a Base-Isolated Reinforced Concrete Frame Model , 2008 .
[60] D. De Domenico,et al. An enhanced base isolation system equipped with optimal tuned mass damper inerter (TMDI) , 2018 .
[61] Kohei Fujita,et al. The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions , 2011 .
[62] M. De Angelis,et al. Optimal passive control of adjacent structures interconnected with nonlinear hysteretic devices , 2007 .
[63] D. De Domenico,et al. RC members strengthened with externally bonded FRP plates: A FE-based limit analysis approach , 2015 .
[64] K. Spiliopoulos,et al. An investigation of earthquake induced pounding between adjacent buildings , 1992 .
[65] Nicos Makris,et al. Seismic protection of structures with supplemental rotational inertia , 2016 .
[66] John B. Mander,et al. EXPERIMENTAL VALIDATION OF SEMI-ACTIVE RESETABLE ACTUATORS IN A 1/5TH SCALE TEST STRUCTURE , 2009 .
[67] Henri P. Gavin,et al. Christchurch Women’s Hospital: Performance Analysis of the Base-Isolation System during the Series of Canterbury Earthquakes 2011–2012 , 2016 .
[68] John B. Mander,et al. NONLINEAR MODELS AND VALIDATION FOR RESETABLE DEVICE DESIGN AND ENHANCED FORCE CAPACITY , 2008 .
[69] Akira Nishitani,et al. Optimum design for more effective tuned mass damper system and its application to base‐isolated buildings , 2014 .
[70] Oren Lavan. A methodology for the integrated seismic design of nonlinear buildings with supplemental damping , 2015 .